• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.354-366
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• 2020

This work mainly focuses on determination of the fully plastic J-integral solutions for welded center cracked plates subjected to remote tension loading. Detailed three-dimensional elasticeplastic Finite Element Analyses (FEA) were implemented to compute the fully plastic J-integral along the crack front for a wide range of crack geometries, material properties and weld strength mismatch ratios for 900 cases. According to the database generated from FEA, Back-propagation Neural Network (BPNN) model was proposed to predict the values and distributions of fully plastic J-integral along crack front based on the variables used in FEA. The determination coefficient R2 is greater than 0.99, indicating the robustness and goodness of fit of the developed BPNN model. The network model can accurately and efficiently predict the elastic-plastic J-integral for weld centerline crack, which can be used to perform fracture analyses and safety assessment for welded center cracked plates with varying strength mismatch conditions under uniaxial loading.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 추계학술발표회
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• pp.32-35
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• 2002

In order to characterize the migration of DNAPL in rock fractures, the dynamic macromodified invasion percolation (DMMIP) model, that is able to reflect the viscous force of groundwater in a fracture network, is suggested. DMMIP simulations are verified against the laboratory expenments, which shows a good qualitative and quantitative agreement.

• 터널과지하공간
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• 제16권1호
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• pp.26-37
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• 2006

본 연구는 절리암반의 통계적 동질성에 대한 정량적 기준으로 절리의 평면밀도 및 길이를 동시에 고려할 수 있는 통계적 모수인 박스프랙털$(D_B)$의 적용성에 대해 논하였다. 길이분포와 평면밀도를 달리하는 총 129개의 절리연결망에서 박스 집계법을 이용하여 절리의 길이분포와 평면밀도의 변화에 따른 $D_B$의 변화특성을 고찰한 결과 $D_B$는 절리의 방향 또는 절리길이의 표준편차 변화에 영향을 받지 않고 전체절리에 대한 평균 절리길이와 평면밀도에만 영향을 받는다는 사실을 검증하였다. 또한 $D_B$는 절리의 길이와 평면밀도의 함수로써 공학적 지구조구 구분의 정량적 척도로 활용될 수 있음을 입증하였다. 본 연구의 현장 적용성을 검토하기 위하여 도로사면 및 지하구조물에서 박스 집계법을 적용한 사례연구를 수행하였다. 통계적 동질구역 구분에 있어서 일반적인 지질조건와 더불어 기존의 분할표 해석과 본 연구의 방법론을 병행하면 절리의 방향성, 평균길이 및 평면밀도가 종합적으로 고려된 공학적 지구조구의 구분이 가능할 것으로 사료된다.

• 지질공학
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• 제17권3호
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• pp.483-494
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• 2007

본 연구는 대단층이 발달하는 화산암 분포지역에서 암반 절취사면을 대상으로 단열의 발달특성과 이에 따른 암반분류 수정안을 제시하고자 수행되었다. 부산-울산 고속도로 건설 현장 중 해운대-기장 사이의 일광단층에 가까운 도로 절취사면 노두에서 단열계의 특성이 조사 분석되었다. 단열간격 분포의 경우 신장단열은 대수정규 분포를 보여주고 전단단열은 음의 지수 분포를 보여준다. 단열길이 누적빈도 분포 그림에서 중앙의 직선 구간이 1지점 -1.13, 2지점 -1.01, 3지점 -1.52의 지수를 가지며 멱법칙 스케일링을 지시한다. 각 지점에서 단열의 간격 및 밀도, 단열 간 교차점의 수 등을 분석하여 판단해 볼 때 암반의 안정성 및 강도는 1지점이 가장 낮고 2지점이 가장 높다. 한편, 각 지점에서 서로 연결된 단열의 최대 클러스터로 평가할 때 유체 이동의 능률은 3지점이 가장 높고 1지점이 가장 낮다. 이는 3지점이 상대적으로 단열의 길이가 긴 것들이 많으며 이들이 서로 연결하여 형성하는 최대 클러스터가 높은 비율로 전 지역에 고루 분포하고 있기 때문으로 볼 수 있다. 한편, 현장조사 자료를 토대로 응용통계기법을 이용하여 RMR 분류의 항목별 배점을 조정한 결과에 의하면, 대단층이 발달하는 화산암에서는 기존 RMR 분류 항목별 배점에 비해 현저히 다른 수정된 RMR 배점을 설정함이 타당한 것으로 나타났다. 분석결과 무결암 강도는 18, RQD는 61, 불연속면 간격 2, 불연속면 조건 2, 그리고 지하수 17의 배점이 나타났다.

• 한국안전학회지
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• 제28권6호
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• pp.57-63
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• 2013

This paper discusses 2D models of beams for simulating the fracture of brittle materials. A simulation of an experiment on a concrete beam subjected to bending, in which two overlapping cracks occur, is used to study the effect of individual beam characteristics and different arrangements of the beams in the overall network mesh. It was found that any regular orientation of the beams influences the resulting crack patterns. Methods to implement a wide range of poisson's ratios are also developed, the use of the mesh to study arbitrary micro-structures is outlined. The crack pattern that are obtained with mesh are in good agreement with the experimental results. Also, numerical simulations of the tests were performed by means of a model, and non-integer dimensions were measured on the predicted mesh damage patterns.

• 한국소음진동공학회논문집
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• 제23권9호
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• pp.850-856
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• 2013

Torsional interaction between electrical network phenomena and turbine-generator shaft cause torsional stress on turbine-generator shaft and torsional fatigue fracture on vulnerable component, but the prediction of the torsional stress is difficult because the torsional stress is occurred instantly and randomly. Therefore continuous monitoring of the torsional stress on turbine-generator shaft is necessary to predict the torsional fatigue, but installing the sensors on the surface of the shaft directly to monitor the stress is impossible practically. In this study torsional vibration was measured using magnetic sensor at a point of turbine-generator rotor kit, the torsional stress of whole train of rotor kit was calculated using rotor kit's stress model and the calculated results were verified in comparison with the measured results using strain gauge at several point of turbine-generator rotor kit. It is expected that these experiment results will be used effectively to calculate the torsional stress of whole train of turbine-generator rotor in power plants.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2013년도 추계학술대회 논문집
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• pp.862-867
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• 2013

Torsional interaction between electrical network phenomena and turbine-generator shaft cause torsional stress on turbine-generator shaft and torsional fatigue fracture on vulnerable component, but the prediction of the torsional stress is difficult because the torsional stress is occurred instantly and randomly. Therefore continuous monitoring of the torsional stress on turbine-generator shaft is necessary to predict the torsional fatigue, but installing the sensors on the surface of the shaft directly to monitor the stress is impossible practically. In this study torsional vibration was measured using magnetic sensor at a point of turbine-generator rotor kit, the torsional stress of whole train of rotor kit was calculated using rotor kit's stress model and the calculated results were verified in comparison with the measured results using strain gauge at several point of turbine-generator rotor kit. It is expected that these experiment results will be used effectively to calculate the torsional stress of whole train of turbine-generator rotor in power plants.

• Geomechanics and Engineering
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• 제14권1호
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• pp.9-17
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• 2018

Brazilian splitting tests, uniaxial compression tests and triaxial compression tests are carried out on the coal samples cored from Shanxi group $II_1$ coal seam of Jiaozuo coal mine, Henan province, China, to obtain their property parameters. Considering the bedding has notable effect on the property parameter of coal, the samples with different bedding angles are prepared. The effects of bedding on the anisotropic characteristics of the coal seam are investigated. A geological geomechanical model is built based on the geology characteristics of the Jiaozuo coal mine target reservoir to study the effects of bedding on the fracture propagations during hydraulic fracturing. The effects of injection pressure, well completion method, in-situ stress difference coefficient, and fracturing fluid displacement on the fracture propagations are investigated. Results show bedding has notable effects on the property parameters of coal, which is the key factor affecting the anisotropy of coal. The hydraulic cracks trends to bifurcate and swerve at the bedding due to its low strength. Induced fractures are produced easily at the locations around the bedding. The bedding is beneficial to form a complicated fracture network. Experimental and numerical simulations can help to understand the effects of bedding on hydraulic fracturing in coalbed methane reservoirs.

• 한국항공우주학회지
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• 제30권5호
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• pp.15-23
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• 2002

분자 동역학 기법을 사용한 재료 파괴 시뮬레이션은 계산량의 방대함으로 인하여 극히 최근까지 활발한 연구가 진행되지 못하였으나 최근 컴퓨터의 성능향상으로 인하여 새로운 연구분야로 떠오르고 있다. 분자 동역학은 그 특성상 계산 집약적인 환경을 요구함으로 대규모의 연산을 위해서는 슈퍼컴퓨터나 클러스터(cluster)의 사용이 필수적이나 고가의 장비와 사용료로 인하여 많은 제한을 받아왔다. 본 연구에서는 PC를 사용하여 클러스터를 제작하고, 균열이 있는 시편을 사용하여 파괴현상에 대한 분자 수준의 거동을 시뮬레이션 하였으며, 클러스터의 노드(node) 수, 효율, 분자 수, 노드간의 통신시간 등의 상호관계를 파악하여 최적의 성능을 가진 클러스터를 구성하는 데 필요한 요소들을 분석하였다. 제작된 PC 클러스터를 사용하여 약 50,000개의 분자를 사용한 재료 파괴 시뮬레이션을 수행하였다.

• The Journal of Advanced Prosthodontics
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• 제15권3호
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• pp.136-144
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• 2023

PURPOSE. The study objective was to evaluate the influence of the type of resin cement on the flexural strength and load to fracture of two chairside CADCAM materials after aging. MATERIALS AND METHODS. A polymer-infiltrated ceramic network (PICN) and a nanoceramic resin (RNC) were used to produce the specimens. Two types of dual-cure resin cements, a self-adhesive and a universal, were investigated. Bilayer specimens were produced (n = 10) and aged for 6 months in a humid environment before the biaxial flexural strength test (σ_f). Bonded specimens were subjected to a mechanical aging protocol (50 N, 2 Hz, 37℃ water, 500,000 cycles) before the compressive load test (L_f). σ_f and L_f data were analyzed using two-way ANOVA and Tukey tests (α = .05). Chi-square test was used to analyze the relationship between failure mode and experimental group (α = .05). RESULTS. The type of resin cement and the interaction between factors had no effect on the σ_f and L_f of the specimens, while the type of restorative material was significant. RNC had higher σ_f and L_f than PICN. There was a significant association among the type of cracks identified for specimens tested in L_f and the restorative material. CONCLUSION. The type of resin cement had no effect on the flexural strength and load to fracture of the two investigated CAD-CAM chairside materials after aging.